1. Sand Source Investigation Anchorage Area C 1391.pdf
      1. Anchorage Area C Map

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    N: 13699198..4-
    E: 3310867.3
    LOCATIONS OF SOIL BORINGS
    DISIGNATION
    NORTHING
    EASTING
    AA-31
    13698574
    3316178
    AA-32
    13698778
    3316085
    M-33
    13699244
    3316297
    M-34
    13699156
    3316692
    M-35
    13699595
    3316661
    M-36
    13700379
    3316989
    M-37
    13699288
    3315613
    M-38
    13699316
    3314867
    M-39
    13699731
    3315371
    AA-4(J
    13700296
    3315711
    M-41
    13700196
    3314956
    M-42
    13700944
    3314910
    AA-43
    13700178
    3314070
    M 44
    13700672
    3313951
    M-45
    13701278
    .331.3502
    13701529.1
    : 3313675.0
    JEllY
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    N: 1370!074.5
    E: 3328266.9
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    1.
    NORTHINGS AND EASTINGS ARE: STATE PLANE GRID, NAD'S.3, TEXAS
    SOUTH CENTRAL ZONE IN U.S. FEET. GEOGRAPHIC COORDINATES
    (LAT/LONG) ARE IN NAD'S3.
    2.
    ELEVATION CONTOURS ARE IN NAVO'SS DAruM.
    --
    3.
    ElEVATIDN CONTOURS BASED ON INFORMATION PROVIDED BY THE U.S.
    ARMY CORPS OF ENGINEERS, GAlVESTON DISTRICT. SURVEY DA1E WAS
    JUNE 2009. ELEVATIONS WERE CONVERTED FROM USACE MLT TO NAVD
    'S8 USING THE FOLLOWING CORRELATION:
    o
    NAVD '88 -
    1.42' MLT.
    4.
    V18RACORES WERE PERFORMED
    BY
    ROCK ENGINEERING AND TESTING
    LABORATORY, INC (Rffi) AND OCEAN SURVEYS, INC DURING MARCH
    2009.
    5.
    SOIL 80RINGS WERE PERFORMED 8Y RETL DURING OCT08ER 2009.
    LEGEND:
    @
    HISTORICAL BORING LOCATIONS FROM USACE
    (1966)
    @
    Vl8RACORE LOCATIONS (SEE NOTE 4)
    Vl8RACORE LOCATlON FROM RICE UNNERSITY
    ()
    BORING LOCATIONS (SEEr NOTE 5)
    --
    --
    --
    --
    --
    80LIVAR ROAOS
    BORING LOCATION
    SCALE
    000'
    1600'
    1
    1
    TEXAS GENERAL LAND OFFICE
    ANCHORAGE AREA C
    SAND SOURCE INVESTIGATION
    JEllY
    BORING LOCATION
    PLAN
    -
    GALVESTON ANCHORAGE AREA
    DATE
    11/30/09
    FIGURE
    EX A

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    Geotechnical Engineering
    .
    Construction Materials Testing
    PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
    CLIENT: HDR Engineering,
    Inc.
    BORING !D.:
    AA-36
    DESCRIPTION: Anchorage Area C Borrow SOllrce Area
    I
    PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
    -25.02' to -27.02' NAVD
    -27.02' to -29.02' NAVD
    -29.02' to -31.02' NAVD
    0.00
    0.01
    0.20
    ASTM
    %
    FINER BY WEIGHT AFTER REMOVING SHELL
    MESH
    -25.02' to -27.02' NAVD
    -27.02' to -29.02' NAVD
    -29.02' to -31.02' NAVD
    #10
    100.00
    100.00
    100.00
    #18
    100.00
    99.70
    99.60
    #35
    99.90
    99.40
    99.40
    #60
    99.60
    96.00
    98.10
    #70
    99.50
    77.20
    86.50
    #100
    97.20
    48.40
    44.60
    #120
    89.10
    38.90
    35.00
    #170
    76.30
    31.90
    28.70
    #200
    70.30
    29.60
    26.30
    STATISTICS (EXCLUDING SHELL)
    MEDIAN GRAIN
    N/A
    0.17
    0.17
    SIZE
    (mm)
    MEAl'! GRAIN SIZE
    N/A
    N/A
    N/A
    (mm)
    SORTING (,,)
    NlA
    N/A
    N/A
    'The -#10 material was utilized as the total sample tor Grain Size Distribution Curve calculations.
    I

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    PROJECT NAME:
    CLIENT:
    BORINGID.:
    DESCRIPTION:
    I
    ASTM
    MESH
    #10
    #18
    #35
    #60
    #70
    #100
    #120
    #170
    #200
    MEDIAN GRAIN
    SIZE (mm)
    MEAN GRAIN SIZE
    (mm)
    SORTING (<1)
    .
    Ceotechnical Engineering
    . Construction Materials Testing
    Galveston Anchorage Area C Sand Source Investigation
    HDR Engineeling, Inc.
    AA-36
    Anchorage
    Area C Borrow Source Area
    PERCENT SHELL BY WEIGHT
    ~BASED
    ON #10 SIEVE)
    -33.02' to -35.02' NAVD
    -35.02' to -37.02' NAVD
    -37.02' to -39.02' NAVO
    0.50
    0.10
    0.00
    % FINER BY WEIGHT AFTER REMOVING SHELL
    -33.02'
    to -35.02' NAVO
    -35.02' to -37.02' NAVO
    -37.02' to -39.02' NAVD
    100.00
    100.00
    100.00
    98.20
    99.80
    99.90
    97.60
    99.70
    99.80
    93.60
    99.40
    99.50
    75.80
    98.40
    98.90
    37.40
    91.70
    95.00
    24.90
    78.70
    86.80
    16.90
    57.30
    76.20
    14.90
    50.10
    73.10
    STATISTICS (EXCLUDING SHELL)
    0.18
    N/A
    N/A
    0.15
    N/A
    N/A
    N/A
    N/A
    N/A
    'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
    I

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    U.S. SIEVE OPENING IN INCHES
    I
    u.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4 3
    2 1.5
    1 314
    1/2
    3/8
    3
    6
    8
    10
    14
    16
    20 30
    40
    50
    eo
    10Q140
    2OO
    100
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    I
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    I
    I
    N
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    90
    85
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    --
    75
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    70
    I-
    65
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    5
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    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILliMETERS
    I
    COBBLES i
    GRAVEL
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    SAND
    I
    SILT OR CLAY
    coarse
    I
    fine
    Icoarse
    medium
    I
    fine
    I
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-36
    25.0'
    AA-36 (-25.0' to -27.0' NAVD)
    Specimen ID
    Depth
    D100
    D60
    D30
    D10
    %Gravel
    %Sand
    %Silt
    %Clay
    AA-36
    25.0'
    0.21
    0.0
    GRAIN SIZE DISTRIBUTION
    ~$.
    Rock Engineering & Testing Lab., Inc.
    Prop. Anchorage Area "C" Sand Source Inv.
    w
    6817 Leopard St.
    Project:
    N
    ~
    Corpus Christi, TX 78409
    ~
    Telephone: (361) 883-4555
    Location: Galveston Island, Texas
    Fax: (361) 883-4711
    Number: G109233

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    U.S. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4
    3
    2 1.5
    1
    3/4
    1/23/S
    3
    6
    S10
    14
    18 20 30 40 50
    S0
    100
    140
    200
    100
    ,
    ,
    ,
    I'
    ,
    , ,
    .1
    I
    95
    90
    ,
    85
    80
    ,
    -
    75
    ,
    70
    I- 65
    :c
    \2 60
    >-
    3!
    55
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    LU 50
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    25
    ,
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    15
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    5
    -
    -
    -.-
    a
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    I
    COBBLES I
    GRAVEL
    I
    SANO
    I
    SILTORCLAY
    coarse
    fine
    I coarse
    medium
    I
    fine
    I
    -
    Specimen 10
    Oepth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA.36
    27.0'
    AA-36
    (.27.0'
    to
    .29.0'
    NAVD)
    Specimen 10
    Oepth
    0100
    060
    030
    010
    %Gravel %Sand
    %Silt I %Clay
    AA.36
    27.0'
    1
    0.171
    0.076
    0.0
    GRAIN SIZE DISTRIBUTION
    I,Iil:
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    6817 leopard
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    Project: Prop. Anchorage Area "C" Sand Source Inv.
    .... I
    corpus Christl, TX 78409
    Telephone: (361) 883-4555
    Location: Galveston Island, Texas
    Fax: (361) 883-4711
    Number: G109233

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    U.S. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
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    2 1.5
    1
    3/4 112:3{8
    3
    6
    81014162030 40 5060 10°140200
    100
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    85
    80
    75
    70
    ,
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    1:
    S2 60
    fa
    ~
    55
    ,
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    50
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    -
    -
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    40
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    -
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    -
    20
    -,
    15
    ,
    10
    5
    0
    100
    10
    1
    0,1
    0,01
    0,001
    GRAIN SIZE IN MILLIMETERS
    I
    COBBLES :
    GRAVEL
    SAND
    J
    SILT OR CLAY
    coarse
    fine
    coarse
    medium
    I
    fine
    I
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-36
    29.0'
    AA.36 (.29,0'
    to .31.0' NAVD)
    "
    to
    '"
    ~
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    "
    0:
    Specimen ID
    Depth
    '"
    D100
    D60
    D30
    D10
    %Gravel %Sand
    %SiII
    %Clay
    :;.
    AA.36
    29,0'
    1
    0.169
    0.095
    0.0
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    ~
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    ~
    2
    !
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    GRAIN SIZE DISTRIBUTION
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    Project:
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    "C" Sand Source Inv.
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    ~
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    Location: Galveston Island, Texas
    ffi
    Fax: (361) 8834711
    w
    Number: G109233
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    U.5- SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    ,
    3
    2 1.5
    1 3{4
    1/2
    318
    3
    4
    6
    81014162030405°6010°140200
    100
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    SAND
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    SILT OR CLAY
    coarse
    fine
    coarse
    medium
    I
    fine
    I
    Specimen 10
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    m.
    AA-36
    33.0'
    AA-36 (-33.0' to -35.0' NAVD)
    ~
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    ro
    5
    w
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    Depth
    0100
    060
    030
    010
    %Gravel %Sand
    %Silt
    %Clay
    ~
    "
    ~.
    AA-36
    33.0'
    2
    0.182
    0.134
    0.0
    ~
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    GRAIN SIZE DISTRIBUTION
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    "C" Sand Source Inv.
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    Location: Galveston Island, Texas
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    Number: Gl09233
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    U.S. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4
    3
    2 1.5
    1
    3/4 1/2
    3/8
    3
    6
    8
    10
    14
    16
    20 30 40 50
    60
    10°140
    200
    100
    [
    , ;
    ,
    , ,
    , J
    ~
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    95
    ,
    90
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    85
    80
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    100
    10
    . 1
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    0_01
    0.001
    GRAIN SIZE IN MILLIMETERS
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    COBBLES [
    GRAVEL
    I
    SANO
    SILT OR CLAY
    coarse
    fine
    Icoarse
    medium
    I
    fine
    Specimen 10
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    m.
    AA-36
    35.0'
    AA-36 (-35.0' to -37.0' NAVD)
    ~
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    ~
    Q
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    .;
    5
    w
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    Specimen 10
    Depth
    0100
    060
    030
    010
    %Gravel %Sand
    %SiIt
    %Clay
    ~.
    AA-36
    35.0'
    0.5
    0.092
    0.0
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    GRAIN SIZE DISTRIBUTION
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    Corpus Christi, TX 78409
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    Location: Galveston Island, Texas
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    w
    Number: G109233
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